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include integrated management system for existing bridges, thermal stress in mass concrete structures and earthquake englneenng. This study attempted to develop a decision support system for rehabilitation strategies of existing concrete bridges based on life cycle analysis. This proposed system is able to not only evqluaVe the serviceability of existing bridge members, but also offer some strategies based on a combinatign of maintenance cost minimization and quality maximization approachdoi:10.2749/222137900796314257 fatcat:ceqhvqbsnfayxe32no5xikei3a